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Foundation Load Calculation <br />Owner: <br />Sonja Wigdahl <br />Address: <br />2226 103rd St. SW <br />City, State, ZIP: <br />Everett, WA 98204 <br />PN: <br />HE21120001 <br />Calculate linear load on foundation <br />Condition: All <br />Half Width <br />13 <br />Stories <br />1 <br />Fndn Ht <br />2.00 <br />Backfill Ht <br />1.50 <br />Side wall Ht <br />9 <br />Roof pitch in 12 <br />4 <br />rafter length +1 <br />14.7 <br />ROOF ITEM: Comp Shingle <br />mat'lpsf: `,_,____ 2 <br />mat'I plf: 29.4 <br />Calculate snow load for Snohomish County <br />pg: 25 psf, ground snow load <br />Pf = 0.7 x Ce x Ct x I x pg, Eq 7.3-1, Flat Roof Snow Load, ref ASCE-7- <br />Ce: <br />1 Table 7-2 <br />Ct: <br />1 Table 7-3 <br />I: <br />1 Table 1.5-1 <br />Pf = <br />17.5 psf <br />Ps = Cs x Pi Sloped <br />Roof Snow Load, Eq 7.4-1 <br />Cs: <br />1 7.4.1-7.4.2, assume 1.0 to be conservative <br />Ps = <br />17.5 psf <br />RUNNING <br />TOTAL <br />Deck <br />Rafter Snow <br />1.88 <br />2.6 17.5 <br />27.6 <br />38.2 227.5 323 <br />ATTIC <br />No steps:' <br />LL <br />Ins <br />Sheetrock <br />Joists <br />mat'I psf: <br />10.0 <br />3.0 <br />2.5 <br />1.6 <br />mat'I plf: <br />65.0 <br />19.5 <br />16.3 <br />10.4 <br />1 st: <br />2nd: <br />SIDEWALLS <br />Siding'., <br />None <br />Studs <br />Sheetrock <br />Ins. <br />1 Levels of framing <br />mat'I psf: <br />1.3 <br />0.0 <br />1.6 <br />2.5 <br />2.5 <br />mat'I plf: <br />11.3 <br />0.0 <br />14.4 <br />22.5 <br />22.5 <br />FLOORS <br />Living <br />LL <br />Finish <br />Finish <br />Joists <br />Sub <br />2nd fir mat'I psf: <br />40 <br />1 st fir mat'] psf: <br />40 <br />9 <br />2.6 <br />2.25 <br />mat'I plf: <br />260.0 <br />58.5 <br />16.9 <br />14.6 <br />FNDN WALL <br />Conc <br />CMU <br />Clay Brick <br />Limest <br />Footing <br />ht <br />width <br />Thickness= <br />8 <br />8 <br />16 <br />200.0 <br />0.0 <br />0.0 <br />0.0 <br />133.3 <br />Assumed Tooter size <br />OVERBURDEN <br />(lip in inches) <br />Bkfill above: <br />Backfill wedge: <br />Wedge angle: <br />Wedge wt: <br />4 (half the difference between fir width and wall thickness) <br />1 Bkfill Ht 2: 0 ft Wedge: <br />55.0 0.0 0.0 <br />(Enter 0in "Bkfill above"forfull excavation) <br />No i <br />30 degrees <br />0.0 Ibs <br />111 <br />71 <br />350 <br />333 <br />Page 3 of 6� 1 <br />